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14-170-0011� Know what's below. Cal I before you dig. W, PAVING, A1�1TC_ GRADING &DRAINAGE PLAN ALL EXISTING SIDEWALK, 2' CURB & GUTTER AND DRIVEWAYS FRONTING THE PROPERTY IN THE PUBLIC RIGHT OF WAY SHALL BE REMOVED FOR THE INSTALLATION OF NEW OFF STREET PARKING, SIDEWALK, VALLEY GUTTER AND 2' CURB & GUTTER. ALL WORK TO COMPLY WITH THE CITY OF SOUTH MIAMI PUBLIC WORKS STANDARDS AND THE ADA STANDARDS. REVISIONS: 1- 10421/13 NEW SITE N (0 M M Q CD °- rn �/ ■ Z 25' 25' V Z O N N, II 13: � Z J LL 1 NOTE: (L II ( - O HANDICAP PARKING SPACES AND Q r 1 ACCESS AISLE SHALL NOT EXCEED Q 2 I•QZ�� I ( 2% SLOPE IN ANY DIRECTION. Lu Z XX a N LL II 6yxl CONCRETE BLOCK WAL J O ro LEGEND II o (TYPICAL) 11.75 LLJ I = S 00ro8'36" E 13 13 226.74' - - -- EXISTING PAVEMENT I I I �I O . _ a PROPOSED PAVEMENT o9h II �^�ti ' :�` 0 0 0 0 0 ;...; . :. * :. ::�: ♦ � f r^, � O (n o ` +N ` ST �` 2 :.. 2` 2 ` �✓ sue" EXISTING ELEVATION O II( ::::...... 2. ii N 1 O 0 0 0 PROP. 2' VALLEY - x W _ 7 Z s PROPOSED ELEVATION .,.,� lo. POS �• z GUTTER V♦ �. Cfl 7 II.S�#: , O O O •.,�.. PROPOSED CONCRETE 7 R POSED N 7 O � 0 F_ O � I M I z aW ��Y •II�M•.. � � 1 � �11«43;�:. .f: SEE ARCHITECTURAL PLANS 10 , R ` I 10. _:: i' W I N . . : : ,� S ALT PAVEMENT FOR WORK WITHIN THE PROPOSED A PH M OS �:. O PROP 15" HDPE M N 7 7 Z O PARKING GARAGE 11.4 STORM PPE _1 I ■ N N RUN OFF DIRECTION �. ..� .. , .. i :::.... 3 _ J > > - -- C� TYPE ::.;:..:.,:.. ,. PROP. 2 E F ............................. �,,� -� .::::.:.,,..:;:•.,.. 8 U ER :...:...:.. ; W 81GTT Ned EXIST. TYPE F CURB ..x> O- - -_ CURB 81 GUTTER x 11<4$ � .....:...... Z J W . 7 O M PROP E F CURB 8 GUTTER ,I 7 TYPE / O Y 1 �.. '12.20 5 t7 •t P s R OED I I J P • ,o / 0 FFI E /R TAI .O, i• A .11.6 9 I = Z O B C U 9 DRAINAGE CT NUMBER I DR IN GE STR URE f � s B Q. O II Z IL IN D 'S W I 9 O, 2 � ,2,. 2, a 3 X O O O ■ � O ♦ 0 o e 12.2 °:: 0 5 i�. '' �10�. ti CD W •.O Z s� d. I � . . Q .. qtr, ..:.•• n n � 171c, ,:. ... � u ec i r � .. PROP. ASPHALT PAVEMENT 16 6fl '6,9 X EXISTING ASPHALI PAVEMENT 9 / R/W SCHEDULE NOTES GENERAL NOTES: I. All materials and labor under the project shall conform to Miami -Dade County Public Works Department, Florida Department of Transportation, City of South Miami and Miami -Dade County DERM Standards and Specifications. I 2. For site dimensions and geometry see Site Plan prepared by David Johnson AIA 3. Elevations shown are based on N.G.V. Datum and as shown on Survey. 4. Underground utility information is taken from the best available appropria eututilshould y agency verified toy c contractor In mmencemeni the of field with work, the O NEW 2 TYPE F CURB a GUTTER I Existing utility lines other than those indicated in this drawing may n2 NEW WHEEL STOP /BUMPER be on site. The contractor is warned to proceed with caution with all O3 EXISTING PAVEMENT LINE NEW 4" PAINTED STRIPING (DOUBLE) work. He is to make all possible investigation as to possible 0 NEW I� unmarked utility lines. ® NEW ASPHALT PAVEMENT I 0: 5. Contractor shall adjust any utility lids and /or covers in project Q5 NEW CONCRETE PAVEMENT area to the finished grade. 25' 25' 6. Any apparent discrepancies in the plans and field condition shall be © NEW CONCRETE SIDEWALK brought to the attention of the Engineer before proceeding with the 0 NEW 4" PAINTED STRIPING (DOUBLE) ® NEW 4" PAINTED WHITE STRIPING 0 NEW TYPICAL PAINTED "WHITE" HANDICAP SYMBOL 10 NEW PAINTED DIRECTIONAL ARROW II NEW 24" WIDE PAINTED WHITE STOP BAR 12 NEW STOP SIGN (RIA 13 NEW TYPICAL "HANDICAP" SIGN 14 NEW HANDICAP RAMP 15 NEW 3' MINIMUM DETECTABLE WARNING 16 NEW 2' VALLEY GUTTER 17 NEW 6" TYPE "D" CONCRETE CURB 7. Contractor shall notify the Owner's representative and Engineer if soil condition encountered is unsuitable for construction. Furthermore all existing organic materials shall be removed from beneath areas of new asphalt or concrete pavement and from proposed building locations. The full depth of all existing organic and deleterious material within the right of way and utility /drainage easements shall be removed. No material of FDOT Class A -5, A -7 or A -8 shall be allowed. 8. The Contractor shall restore all areas disturbed by this construction to a condition equal to, or better than, that now existing. 9. Typical Pavement Section: 1.5" Type S -111 Asphaltic Concrete surface course 6" Limerock base (Minimum LBR 100), compact to 98% of maximum density as determined by AASHTO T -180 and 6" concrete slab on well compacted subgrade compact to 98% of maximum density as determined by AASHTO T -180. 10. Fill shall be placed in 12" layers loose thickness, measured and compacted to 95% of maximum density as determined by AASHTO T -180. Fill shall be locally acceptable and suitable for fill purposes. The top 12" of fill or cut (Minimum LBR 40) under pavement base shall be compacted to 98% of maximum density as determined by AASHTO T -180. PAVEMENT DRIVEWAY APPROACH \ I AS PER CITY OF SOUTH MIAMI \ STANDARDS. MATCH TO EXISTING PAVEMENT �W � Icc• 11. All seepage structures shall be French Drain with 15" perforated HDPE (S.D. 1.0 shall be used. Bottom of trench to be elevation 15 deep and trench width to be 4'. Provide masonry plug at end of French Drain invert of pipe to be at elevation 7.00'. 12. The property is located in flood zone X. 13. Water level elevation as determined by Miami -Dade County DERM W.C. 2.2A is at Elevation 3.00 Feet. 14. Backround information obtained from Boundary Survey prepared by Delta Mapping a Surveying Inc. Dated 5/6/2013. 15. All signage and markings shall conform to the requirements of Miami -Dade County, Florida. 16. This site lies in Section 26, Township 54 S, Range 40 East. 17. All repairs to the existing pavement shall receive saw -cut edges prior to relaying asphalt. Utility piping or wiring less than four (4) inches in diameter requires a Schedule 40 PVC casing pipe with sand backfills under paved areas only. 18. Prime coat shall be applied at a rate of 0.25 gallons per square yard. Prime and tack coat for base shall conform to the requirements and specifications of sections 300 -1 through 300 -7 of FDOT standards specifications. 19. Base and subgrade density tests shall be conducted for a maximum 7000 square feet of finished pavement. 20. Proctors shall be performed on all material, subgrade and base and any subsequent changes in materials. Limerock bearing ratios, sieve analysis and densities required by contract documents shall be submitted to the City. 21. Minimum longitudinal slope of pavement shall be 0.3 %. 22. Minimum transverse slope of the pavement shall be one percent for parking areas. PROJECT: I OWNER: 3 Z PROJECT: I OWNER: ,SEAL:'!, pp .y i Ef�RY ZAM k E. - civi •:ENGINEER`, P.E. No." ` 44207 E.B. 0006791 STATE OF FLORI A SCALE: " = 20' DATE: /5/11/20113 DRAWN CHEC D BY: G.Z. PROJECT No. 2013 -13 SHEET No. C-1 Z CL (W V � Q � Q H F_ OC F_ Q LU � . n U R 0 R 0 0 (n L- o v) LI- V/ 00 F-I V) 0 H C6 W � � LU Q W Z W 2 FZ Q 00 Ln 00 L W000 2: Ln (n W00 2: Ln 0 U V Z H Q ,SEAL:'!, pp .y i Ef�RY ZAM k E. - civi •:ENGINEER`, P.E. No." ` 44207 E.B. 0006791 STATE OF FLORI A SCALE: " = 20' DATE: /5/11/20113 DRAWN CHEC D BY: G.Z. PROJECT No. 2013 -13 SHEET No. C-1